Workability, strength and shrinkage of fiber reinforced expansive self-consolidating concrete
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文摘
Effects of fibers on properties of expansive self-consolidating concrete (ESCC) were studied. Workability of fresh concrete decreases with increased volume fraction of fibers. Steel fiber improves the linear load-deflection relationship of ESCC beams. Free expansive rate of ESCC reduces with the increase of steel fibers content.

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